
Determine the resultant of the system of forces as shown in Fig.
Determine the resultant of the system of forces as shown in Fig.
Determine the resultant of the system of forces as shown in Fig.
Determine the resultant force of the system of forces acting on an eye bolt as shown in Fig.
At the end of this lecture, you will be able to demonstrate the conditions of equilibrium, types of supports, reactions, beams, and loads.
Find the reactions at the supports of an overhanging beam as shown in Fig.
Find the reactions at the supports of an overhanging beam as shown in Fig.
E
Draw the shear force and bending moment diagrams for a cantilever beam loaded as shown in Fig.
Draw the shear force and bending moment diagrams for a cantilever beam loaded as shown in Fig.
Draw the shear force and bending moment diagrams for a cantilever beam loaded as shown in Fig.
Draw the shear force and bending moment diagrams for the cantilever beam loaded as shown in Fig.
Draw the shear force and bending moment diagrams for the cantilever beam loaded as shown in Fig.
Draw the shear force and bending moment diagrams for the cantilever beam loaded as shown in Fig.
Draw the shear force and bending moment diagrams for the cantilever beam loaded as shown in Fig.
Draw the shear force and bending moment diagrams for the simply supported beam loaded as shown in Fig.
Draw the shear force and bending moment diagrams for the simply supported beam loaded as shown in Fig.
E
E
Draw the shear force and bending moment diagrams for the overhanging beam loaded as shown in Fig.
Draw the shear force and bending moment diagrams for the overhanging beam loaded as shown in Fig.
Draw the shear force and bending moment diagrams for the overhanging beam loaded as shown in Fig.
A steel wire is subjected to an axial tensile load of 10 kN. Find its diameter if the allowable stress is not to exceed 100 MPa.
A steel rod of diameter 20mm is subjected to a tensile load of 20kN. If the length of the rod is 1.5m, find the stress, strain, and elongation of the rod. Take: E = 200GPa.
A short hollow, cast iron column with a wall thickness of 10 mm is to carry a compressive load of 100 kN. Determine the required outside diameter 'D', if the working stress in compression is 80 N/mm2.
A compound tube consists of a brass tube of external diameter 200 mm and internal diameter 180 mm and a steel tube of external diameter 180 mm and internal diameter 160 mm. The length of both the tubes is 150 mm. The compound tube is subjected to and an axial load of 1000 N. Determine the load and stress carried by each tube and the deformation of the compound tube. Take: Es = 200 GPa and Eb = 100 GPa.
Three bars made of aluminium, copper and zinc are of equal length and have cross-sectional area of 1000 mm2, 500 mm2, and 750 mm2 respectively. All the three bars are rigidly fixed at their ends and subjected to and axial pull of 250 kN. Determine the load carried by each bar and the induced stresses. Take: Ea = 80 GPa; Ec = 130 GPa; Ez = 100 GPa.
A circular hallow steel tube of external diameter 50mm, internal diameter 40mm and length 6m is used as a strut with both ends hinged. Considering the factor of safety as 3, find the safe load. Take the modulus of elasticity of steel as 200GPa.
What is Structural Analysis?
Structural Analysis, or Analysis of Structures is a branch of Mechanics of Solids used for predicting the behavior of structures like buildings, bridges, arches, towers, cables, automobiles, aircraft, and marine structures when they are subjected to some forces.
What will you gain from this course?
This course covers the following:
fundamental concepts, static equilibrium, different types of beams, supports, loads, and reactions, truss analysis, shear force and bending moment diagrams, stresses and strains, and columns and struts.
Basic Concepts: Outline of Structural Analysis, definition, and scope.
Static Equilibrium: Principle of Superposition of Forces, Resolution of Forces, Parallelogram Law of Forces, Lami's Theorem, Equilibrium of a Particle, and Free-body Diagram. Internal Forces, External Forces, and Principle of Transmissibility, Moment of a Force-Concept; Varignon's Theorem and Couple, Resolution of a force into force and couple system of forces.
Beams, Supports, and Reactions: Free-body Diagram, Equilibrium, and Conditions of Equilibrium, and determination of support reactions for cantilever beams, simply supported beams and overhanging beams.
Analysis of Trusses: Important Definitions, Types of trusses, Assumptions made for force analysis, identification of zero-force member, Easy steps to solve the problems on trusses, Determination of internal forces in the members of trusses by the method of joints and method of section.
Shear Force and Bending Moment Diagrams: Important Definitions, Estimation of shear force and bending moment at the salient points of various types of beams subjected to different loading conditions.
Stresses and Strains: Simple, compound, and thermal stresses, Types of stresses and strains, Poisson's ratio, Elastic constants, and Principal stresses.
Columns and Struts: Important definitions, Types of end conditions, Rankine's formula, and Euler's formula.
This course also includes solved numerical examples, interactive quizzes, and assignments/exercises in each section for self-evaluation.
The numerical examples are solved in a step-by-step process, explained with clear concepts so that the students will be able to understand without any ambiguity.
Also, this course provides downloadable study materials in pdf format for future reference. The exercises are solved and provided with the answers.
What support will you get?
You will get answers to your questions, doubts, and clarifications within 24 hours.